...C JAEGER © Thomas Telford and ICE 1948 STEADY FLOW OPEN CHANNELS PROBLEMS APPLICATIONS PRACTICAL THEORY MODELS TESTS MODELLING TESTING GROUNDWATER EROSION DOWNSTREAM HYDRAULIC JUMP SILLS 338 JAEGER ON WATER-HAMMER EFFECTS IN POWER CONDUITS : ACCIDENTS DUE TO WATERHAMMER...

...R V BURNS; C M WHITE; A R B EDGECOMBE; T REHBOCK © Thomas Telford and ICE 1940 PUNJAB IRRIGATION RESEARCH INSTITUTE PROTECTION DAMS WEIRS SLUICES SCOUR DENTATED SILLS TESTS PUNJAB INDIA ASIA 594 CORRESPONDENOCNE HIGHWAY TRANSITION-CURVES. more natural movements...

..., measured a t a point 47-5 inches upstream of the weir-crest. H,denoted the tailwater level, in inches, relative to the weir-crest level, measured 43-5 inches downstream of the weir-crest. Test 1A :no protective sill on the downstream face of the weir ; HI = 2-37 ; H2 = 1.32. As shown in Fig. 21, the bed...

...R V BURNS; C M WHITE © Thomas Telford and ICE 1938 PROTECTION DAMS WEIRS SLUICES SCOUR ANTI SCOUR MODELS EXPERIMENTS EQUIPMENT BEDS MATERIALS TESTS APRONS PROTECTIVE DEVICES SILLS INFLUENCE TAILWATER DEPTH DISCHARGES SIZE RTJRNS AND WHITE ONPROTECTION OF DAMS,ETC...

...G ELLSON © Thomas Telford and ICE 1937 EDMUND NUTTALL JOHN MOWLEM TRAINS FERRIES DOCKS WORKS DESIGN CONSTRUCTION BLOCKWORK WALLS PUMPS CHAMBERS FLOORS PUMPHOUSES SILLS JAMBS GATES MACHINERY SHAFTS PITS SPANS BRIDGES APPROACHES JETTIES RAMPS QUAYS HARBOURS...

... over the weir has a velocity component parallel to the axis of the canal. The tests showed clearly that with both types of weir it would be necessary to have a sill down-stream from the weir. I n PQs. 3 (p. 232)isgiven the structureof a weir of type (A), referred to above, that satisfies all...